Attachment 2 - Concrete Base 2025 Task List.pdf
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- Attached to
- Fort Leonard Wood Concrete IDIQ
- Solicitation number
- W911S7-25-B-A001
About this file
This document is an Independent Government Cost Estimate (IGCE) for a Concrete Indefinite Delivery/Indefinite Quantity (IDIQ) contract covering five years (base year and four option years). The comprehensive pricing schedule includes 61 line items for concrete-related construction and infrastructure services, such as removing and installing concrete curbs, gutters, sidewalks, steps, handrails, drainage pipes, wheel stops, and associated site preparation and restoration work. Quantities range from 10 to 2,500 units across various measurement types including linear feet (LF), square yards (SY), cubic yards (CY), and tons (TN).
The IGCE provides detailed task descriptions for each line item, specifying technical requirements like concrete thickness, reinforcement specifications, accessibility standards, and installation methods. Tasks include removing and replacing existing infrastructure, installing new concrete elements, performing site preparation, and providing supplementary materials like base rock, asphalt, and drainage aggregates. Each year's pricing schedule is identical, with zero dollar unit prices, suggesting this is a preliminary cost estimate template for competitive bidding. The document is certified as being developed independently prior to seeking formal contractor proposals, indicating it is a preparatory document for a federal construction procurement process.
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Text version
Task Task Description Qty U/M Bid Unit Price Bid Total
The Contractor shall remove existing concrete curb and replace with new concrete curb to match adjacent curbing. A section of pavement 6" wide extending the length of the excavation will be saw cut and removed, and new rock base and asphalt pavement installed to match adjacent asphalt. 50 LF $0.00
The Contractor shall install new concrete curb. A section of pavement 6" wide extending the length of the excavation will be saw cut and removed, and new rock base and asphalt pavement installed to match adjacent asphalt. 50 LF $0.00
The Contractor shall remove existing combination curb and gutter and replace with new concrete curb and gutter to match adjacent combination curb and gutter. A section of pavement 6" wide extending the length of the excavation will be saw cut and removed, and new rock base and asphalt pavement installed to match adjacent asphalt. See Technical
Exhibit DWG #2 for TYP Detail. 100 LF $0.00
The Contractor shall install new concrete combination curb and gutter. A section of pavement 6" wide extending the length of the excavation will be saw cut and removed, and new rock base and asphalt pavement installed to match adjacent asphalt. See Technical
Exhibit DWG #2 for TYP Detail. 1500 LF $0.00
The Contractor shall remove existing concrete ditches and replace with new 6 in. thick concrete ditch. See Technical Exhibit DWG #3 for TYP Detail. 100 SY $0.00
The Contractor shall install new 6 in. thick concrete ditch. See Technical Exhibit DWG #3 for
TYP Detail. 300 SY $0.00
The Contractor shall remove existing steps and replace with new concrete steps. See
Technical Exhibit DWG #4. 10 CY $0.00
8 The Contractor shall install new concrete steps. See Technical Exhibit DWG #4. 25 CY $0.00
The Contractor shall remove existing handrails and replace with new aluminum handrails meeting the Uniform Federal Accessibility Standards. See Technical Exhibit DWG #4. 90 LF $0.00
The Contractor shall install new aluminum handrails meeting the Uniform Federal
Accessibility Standards. See Technical Exhibit DWG #4. 100 LF $0.00
The Contractor shall remove existing handrails and replace with new steel handrails complete with 1 coat of primer, and painted with 2 coats of oil base enamel paint (Color #
10085). Handrails shall meet requirements of the Uniform Federal Accessibility Standards.
See Technical Exhibit DWG #4. 50 LF $0.00
The Contractor Shall install new steel handrails complete with 1 coat of primer, and painted with 2 coats of oil base enamel paint (Color # 10085). Handrails shall meet requirements of the Uniform Federal Accessibility Standards. See Technical Exhibit DWG #4. 200 LF $0.00
The Contractor shall remove existing concrete or asphalt sidewalk and replace with new concrete sidewalk. See Technical Exhibit DWG #5. 600 SY $0.00
14 The Contractor shall install new concrete sidewalk. See Technical Exhibit DWG #5. 2000 SY $0.00
The Contractor shall remove existing dumpster pad and replace with new concrete dumpster pad. See Technical Exhibit DWG #6. 3 EA $0.00
16 The Contractor shall install new concrete dumpster pad. See Technical Exhibit DWG #6. 3 EA $0.00
The Contractor shall remove existing check dam, end wall, or retaining wall, and replace with new concrete end wall, check dam, or retaining wall. 10 CY $0.00
18 The Contractor shall install new concrete end wall, check dam, or retaining wall. 100 CY $0.00
19 The Contractor shall remove existing concrete or asphalt. 1500 CY $0.00
The Contractor shall install new 4 in. - 12 in. thick concrete pad/slab. NOTE: slab to be 4, 6, 8, 10, or 12 in. thick. Includes excavation up to six inches deep. See Technical Exhibit DWG
#7. 2000 CY $0.00
The Contractor shall install new precast 6 foot concrete wheel stops containing two #4 rebar. Wheel stops shall be anchored with #4 rebar a minimum of 18" in length. 100 EA $0.00
Concrete IDIQ - 2025 Base Year IGCE
The Contractor shall remove existing curb & gutter, asphalt pavement and sidewalk, and install new concrete return curb. A section of pavement 6" wide extending the length of the excavation will be saw cut and removed, and new rock base and asphalt pavement installed to match adjacent asphalt (where required). See Technical Exhibit DWG #8. 50 SY $0.00
The Contractor shall install new concrete ramp. A section of pavement 6" wide extending the length of the excavation will be saw cut and removed, and new rock base and asphalt pavement installed to match adjacent asphalt (where required). See Technical Exhibit DWG
#8. 20 CY $0.00
The Contractor shall remove existing curb & gutter, asphalt pavement and driveway, and install new concrete drive ramp. A section of pavement 6" wide extending the length of the excavation will be saw cut and removed and new rock base and asphalt pavement installed to match adjacent asphalt. See Technical Exhibit DWG #9. 50 SY $0.00
The Contractor shall install miscellaneous concrete requiring simple form work at various locations. 700 CY $0.00
The Contractor shall saw cut asphalt or concrete to 4 in. in thickness, with welded wire fabric reinforcement. 1500 LF $0.00
27 The Contractor shall saw cut concrete to 8 in. in thickness, with rebar reinforcement. 50 LF $0.00
The Contractor shall provide 1 1/2" minus limestone compacted base rock as specified.
NOTE: This Bid Item may be used in conjunction with another Bid Item which already has base rock included to obtain a thicker base than specified in the Contract Drawings, or used alone. 2000 TN $0.00
The Contractor shall install and compact hot mix asphalt as specified. Note: this Bid Item will be used when additional asphalt is required adjacent to concrete work that is outside the requirements of other bid items. 30 TN $0.00
The Contractor shall install and compact fill material as specified. Suitable fill will be clay with no rocks exceeding 2" dimensions. 2500 CY $0.00
The Contractor shall furnish and install 12" diameter drainage pipe. Pipe shall be corrugated metal, 14 gauge galvanized, corrugated steel. There shall be one inch minus crushed limestone placed around the pipe and compacted to a minimum height of one foot above the pipe. The Contractor shall also install flared end sections as directed by the
Contracting Officer. Provide 1/2 c.y. (cubic yard) to 1 c.y. of 2" clean aggregate around inlets and outlets. Area around inlet and outlet shall be shaped so the runoff runs in and out of the culvert. Lineal measure will be based on length of culvert, including end sections. 200 LF $0.00
The Contractor shall furnish and install 18" diameter drainage pipe. Pipe shall be corrugated metal, 14 gauge galvanized, corrugated steel. There shall be one inch minus crushed limestone placed around the pipe and compacted to a minimum height of one foot above the pipe. The Contractor shall also install flared end sections as directed by the
Contracting Officer. Provide 1/2 c.y. (cubic yard) to 1 c.y. of 2" clean aggregate around inlets and outlets. Area around inlet and outlet shall be shaped so the runoff runs in and out of the culvert. Lineal measure will be based on length of culvert, including end sections. 200 LF $0.00
The Contractor shall furnish and install 24" diameter drainage pipe. Pipe shall be corrugated metal, 14 gauge galvanized, corrugated steel. There shall be one inch minus crushed limestone placed around the pipe and compacted to a minimum height of one foot above the pipe. The Contractor shall also install flared end sections as directed by the
Contracting Officer. Provide 1/2 c.y. (cubic yard) to 1 c.y. of 2" clean aggregate around inlets and outlets. Area around inlet and outlet shall be shaped so the runoff runs in and out of the culvert. Lineal measure will be based on length of culvert, including end sections. 200 LF $0.00
The Contractor shall furnish and install 30" diameter drainage pipe. Pipe shall be corrugated metal, 14 gauge galvanized, corrugated steel. There shall be one inch minus crushed limestone placed around the pipe and compacted to a minimum height of one foot above the pipe. The Contractor shall also install flared end sections as directed by the
Contracting Officer. Provide 1/2 c.y. (cubic yard) to 1 c.y. of 2" clean aggregate around inlets and outlets. Area around inlet and outlet shall be shaped so the runoff runs in and out of the culvert. Lineal measure will be based on length of culvert, including end sections. 250 LF $0.00
The Contractor shall furnish and install 36" diameter drainage pipe. Pipe shall be corrugated metal, 14 gauge galvanized, corrugated steel. There shall be one inch minus crushed limestone placed around the pipe and compacted to a minimum height of one foot above the pipe. The Contractor shall also install flared end sections as directed by the
Contracting Officer. Provide 1/2 c.y. (cubic yard) to 1 c.y. of 2" clean aggregate around inlets and outlets. Area around inlet and outlet shall be shaped so the runoff runs in and out of the culvert. Lineal measure will be based on length of culvert, including end sections. 160 LF $0.00
The Contractor shall furnish and install 48" diameter drainage pipe. Pipe shall be corrugated metal, 14 gauge galvanized, corrugated steel. There shall be one inch minus crushed limestone placed around the pipe and compacted to a minimum height of one foot above the pipe. The Contractor shall also install flared end sections as directed by the
Contracting Officer. Provide 1/2 c.y. (cubic yard) to 1 c.y. of 2" clean aggregate around inlets and outlets. Area around inlet and outlet shall be shaped so the runoff runs in and out of the culvert. Lineal measure will be based on length of culvert, including end sections. 160 LF $0.00
The Contractor shall furnish and install up to 6" diameter drainage pipe. Pipe shall Sched
40 PVC. Lineal measure will be based on length of culvert, including end sections. 100 LF $0.00
The Contractor shall excavate excess soil and rock, and haul to a designated area to dispose of material. This task item applies for cuts greater than six inches deep. Quantities will be from calculations based on the average end method of the designed facility. 2000 CY $0.00
The Contractor shall install standard size brick veneer. Brick shall conform to ASTM C 216, type FBS. Mortar shall conform to ASTM C 270, type N. Brick shall be laid in running bond with each course bonded at corners. Joints shall be 3/8" wide and concave tooled. The
Contractor shall use construction methods that will minimize efflorescence. The
Contractor shall remove efflorescence for six months after acceptance. Brick color will be selected by the Contracting Officer. Brick shall be sealed as required. 300 SF $0.00
The Contractor shall install high early strength concrete requiring simple form work at various locations. Reinforcement is required. 250 CY $0.00
The Contractor shall collect and test concrete samples. Report findings of test performed by a Certified Testing Lab. 10 CYL $0.00
The Contractor shall furnish and install barrier posts, 6” dia. x 7’ long. Pipe shall conform to
ASTM A53, Type E or S, Minimum Wall Thickness 0.322 inches. Embed bottom 4’ in 18” diameter concrete and fill pipe with concrete. Round concrete at top of pipe. Leave 3” of concrete below pipe. Contractor shall paint post with 2 coats of exterior paint. Color to be nutmeg brown, Fed Std No. 10080. 10 EA $0.00
The Contractor shall furnish and install precast concrete segmental retaining wall blocks.
Excavation and backfill are included. 600 EA $0.00
44 The Contractor shall furnish and install 4’ dia. flared end section on culvert. 10 EA $0.00
45 The Contractor shall furnish and install 1’ or 1 ½’ dia. flared end section on culvert. 20 EA $0.00
The Contractor shall fill expansion/control joints. The Contractor shall clean out joints of existing materials and debris and fill with self leveling filler. Backer rod may be required. 1200 LF $0.00
47 Provide smooth dowels, 12" long, 3/4" diameter, per Section 03200 1000 EA $0.00
48 The Contractor shall provide 2" clean limestone crushed rock as specified. 500 TN $0.00
49 The Contractor shall provide 3" clean limestone crushed rock as specified. 500 TN $0.00
50 The Contractor shall provide and install 8" HDPE corrugated pipe. 100 LF $0.00
51 The Contractor shall provide and install 10" HDPE corrugated pipe. 100 LF $0.00
52 The Contractor shall provide and install 12" HDPE corrugated pipe. 100 LF $0.00
53 The Contractor shall provide exposed aggregate finish on sidewalk or walls 1000 SF $0.00
The Contractor shall provide topsoil placed and levelled at depth specified (minimum 4" depth) 300 CY $0.00
55 The Contractor shall provide hydroseeding. (1000 sq ft minimum) 30000 SF $0.00
The Contractor shall provide seed and straw. This task item is to be used in conjuction with tasks 30 and 54. (1000 sq ft minimum) 30000 SF $0.00
57 The Contractor shall install sidewalk trench drain as required full width of sidewalk up to 6'. 10 EA $0.00
The Contractor shall provide and install Aluminum Pedestrian Guardrail. See Technical
Exhibit DWG #10. 200 LF $0.00
The Contractor shall provide and install Steel Pedestrian Guardrail. See Technical Exhibit
DWG #10. 200 LF $0.00
60 The Contractor shall provide 6"to 9" shot rock/rip rap limestone crushed rock as specified. 500 TN $0.00
The Contractor shall provide a concrete pump truck as required. The pump will be paid for on a per day use. 5 EA $0.00
TOTAL: $0.00
The Contractor shall remove existing concrete curb and replace with new concrete curb to match adjacent curbing. A section of pavement 6" wide extending the length of the excavation will be saw cut and removed, and new rock base and asphalt pavement installed to match adjacent asphalt. 50 LF $0.00
The Contractor shall install new concrete curb. A section of pavement 6" wide extending the length of the excavation will be saw cut and removed, and new rock base and asphalt pavement installed to match adjacent asphalt. 50 LF $0.00
The Contractor shall remove existing combination curb and gutter and replace with new concrete curb and gutter to match adjacent combination curb and gutter. A section of pavement 6" wide extending the length of the excavation will be saw cut and removed, and new rock base and asphalt pavement installed to match adjacent asphalt. See Technical
Exhibit DWG #2 for TYP Detail. 100 LF $0.00
The Contractor shall install new concrete combination curb and gutter. A section of pavement 6" wide extending the length of the excavation will be saw cut and removed, and new rock base and asphalt pavement installed to match adjacent asphalt. See Technical
Exhibit DWG #2 for TYP Detail. 1500 LF $0.00
The Contractor shall remove existing concrete ditches and replace with new 6 in. thick concrete ditch. See Technical Exhibit DWG #3 for TYP Detail. 100 SY $0.00
The Contractor shall install new 6 in. thick concrete ditch. See Technical Exhibit DWG #3 for
TYP Detail. 300 SY $0.00
The Contractor shall remove existing steps and replace with new concrete steps. See
Technical Exhibit DWG #4. 10 CY $0.00
108 The Contractor shall install new concrete steps. See Technical Exhibit DWG #4. 25 CY $0.00
The Contractor shall remove existing handrails and replace with new aluminum handrails meeting the Uniform Federal Accessibility Standards. See Technical Exhibit DWG #4. 90 LF $0.00
The Contractor shall install new aluminum handrails meeting the Uniform Federal
Accessibility Standards. See Technical Exhibit DWG #4. 100 LF $0.00
The Contractor shall remove existing handrails and replace with new steel handrails complete with 1 coat of primer, and painted with 2 coats of oil base enamel paint (Color #
10085). Handrails shall meet requirements of the Uniform Federal Accessibility Standards.
See Technical Exhibit DWG #4. 50 LF $0.00
The Contractor Shall install new steel handrails complete with 1 coat of primer, and painted with 2 coats of oil base enamel paint (Color # 10085). Handrails shall meet requirements of the Uniform Federal Accessibility Standards. See Technical Exhibit DWG #4. 200 LF $0.00
The Contractor shall remove existing concrete or asphalt sidewalk and replace with new concrete sidewalk. See Technical Exhibit DWG #5. 600 SY $0.00
114 The Contractor shall install new concrete sidewalk. See Technical Exhibit DWG #5. 2000 SY $0.00
The Contractor shall remove existing dumpster pad and replace with new concrete dumpster pad. See Technical Exhibit DWG #6. 3 EA $0.00
116 The Contractor shall install new concrete dumpster pad. See Technical Exhibit DWG #6. 3 EA $0.00
The Contractor shall remove existing check dam, end wall, or retaining wall, and replace with new concrete end wall, check dam, or retaining wall. 10 CY $0.00
118 The Contractor shall install new concrete end wall, check dam, or retaining wall. 100 CY $0.00
119 The Contractor shall remove existing concrete or asphalt. 1500 CY $0.00
The Contractor shall install new 4 in. - 12 in. thick concrete pad/slab. NOTE: slab to be 4, 6, 8, 10, or 12 in. thick. Includes excavation up to six inches deep. See Technical Exhibit DWG
#7. 2000 CY $0.00
The Contractor shall install new precast 6 foot concrete wheel stops containing two #4
Concrete IDIQ - 2026 Option 1 IGCE install new concrete return curb. A section of pavement 6" wide extending the length of the excavation will be saw cut and removed, and new rock base and asphalt pavement installed to match adjacent asphalt (where required). See Technical Exhibit DWG #8. 50 SY $0.00
The Contractor shall install new concrete ramp. A section of pavement 6" wide extending the length of the excavation will be saw cut and removed, and new rock base and asphalt pavement installed to match adjacent asphalt (where required). See Technical Exhibit DWG
#8. 20 CY $0.00
The Contractor shall remove existing curb & gutter, asphalt pavement and driveway, and install new concrete drive ramp. A section of pavement 6" wide extending the length of the excavation will be saw cut and removed and new rock base and asphalt pavement installed to match adjacent asphalt. See Technical Exhibit DWG #9. 50 SY $0.00
The Contractor shall install miscellaneous concrete requiring simple form work at various locations. 700 CY $0.00
The Contractor shall saw cut asphalt or concrete to 4 in. in thickness, with welded wire fabric reinforcement. 1500 LF $0.00
127 The Contractor shall saw cut concrete to 8 in. in thickness, with rebar reinforcement. 50 LF $0.00
The Contractor shall provide 1 1/2" minus limestone compacted base rock as specified.
NOTE: This Bid Item may be used in conjunction with another Bid Item which already has base rock included to obtain a thicker base than specified in the Contract Drawings, or used alone. 2000 TN $0.00
The Contractor shall install and compact hot mix asphalt as specified. Note: this Bid Item will be used when additional asphalt is required adjacent to concrete work that is outside the requirements of other bid items. 30 TN $0.00
The Contractor shall install and compact fill material as specified. Suitable fill will be clay with no rocks exceeding 2" dimensions. 2500 CY $0.00
The Contractor shall furnish and install 12" diameter drainage pipe. Pipe shall be corrugated metal, 14 gauge galvanized, corrugated steel. There shall be one inch minus crushed limestone placed around the pipe and compacted to a minimum height of one foot above the pipe. The Contractor shall also install flared end sections as directed by the
Contracting Officer. Provide 1/2 c.y. (cubic yard) to 1 c.y. of 2" clean aggregate around inlets and outlets. Area around inlet and outlet shall be shaped so the runoff runs in and out of the culvert. Lineal measure will be based on length of culvert, including end sections. 200 LF $0.00
The Contractor shall furnish and install 18" diameter drainage pipe. Pipe shall be corrugated metal, 14 gauge galvanized, corrugated steel. There shall be one inch minus crushed limestone placed around the pipe and compacted to a minimum height of one foot above the pipe. The Contractor shall also install flared end sections as directed by the
Contracting Officer. Provide 1/2 c.y. (cubic yard) to 1 c.y. of 2" clean aggregate around inlets and outlets. Area around inlet and outlet shall be shaped so the runoff runs in and out of the culvert. Lineal measure will be based on length of culvert, including end sections. 200 LF $0.00
The Contractor shall furnish and install 24" diameter drainage pipe. Pipe shall be corrugated metal, 14 gauge galvanized, corrugated steel. There shall be one inch minus crushed limestone placed around the pipe and compacted to a minimum height of one foot above the pipe. The Contractor shall also install flared end sections as directed by the
Contracting Officer. Provide 1/2 c.y. (cubic yard) to 1 c.y. of 2" clean aggregate around inlets and outlets. Area around inlet and outlet shall be shaped so the runoff runs in and out of the culvert. Lineal measure will be based on length of culvert, including end sections. 200 LF $0.00
The Contractor shall furnish and install 30" diameter drainage pipe. Pipe shall be corrugated metal, 14 gauge galvanized, corrugated steel. There shall be one inch minus crushed limestone placed around the pipe and compacted to a minimum height of one foot above the pipe. The Contractor shall also install flared end sections as directed by the
Contracting Officer. Provide 1/2 c.y. (cubic yard) to 1 c.y. of 2" clean aggregate around inlets and outlets. Area around inlet and outlet shall be shaped so the runoff runs in and corrugated metal, 14 gauge galvanized, corrugated steel. There shall be one inch minus crushed limestone placed around the pipe and compacted to a minimum height of one foot above the pipe. The Contractor shall also install flared end sections as directed by the
Contracting Officer. Provide 1/2 c.y. (cubic yard) to 1 c.y. of 2" clean aggregate around inlets and outlets. Area around inlet and outlet shall be shaped so the runoff runs in and out of the culvert. Lineal measure will be based on length of culvert, including end sections. 160 LF $0.00
The Contractor shall furnish and install 48" diameter drainage pipe. Pipe shall be corrugated metal, 14 gauge galvanized, corrugated steel. There shall be one inch minus crushed limestone placed around the pipe and compacted to a minimum height of one foot above the pipe. The Contractor shall also install flared end sections as directed by the
Contracting Officer. Provide 1/2 c.y. (cubic yard) to 1 c.y. of 2" clean aggregate around inlets and outlets. Area around inlet and outlet shall be shaped so the runoff runs in and out of the culvert. Lineal measure will be based on length of culvert, including end sections. 160 LF $0.00
The Contractor shall furnish and install up to 6" diameter drainage pipe. Pipe shall Sched
40 PVC. Lineal measure will be based on length of culvert, including end sections. 100 LF $0.00
The Contractor shall excavate excess soil and rock, and haul to a designated area to dispose of material. This task item applies for cuts greater than six inches deep. Quantities will be from calculations based on the average end method of the designed facility. 2000 CY $0.00
The Contractor shall install standard size brick veneer. Brick shall conform to ASTM C 216, type FBS. Mortar shall conform to ASTM C 270, type N. Brick shall be laid in running bond with each course bonded at corners. Joints shall be 3/8" wide and concave tooled. The
Contractor shall use construction methods that will minimize efflorescence. The
Contractor shall remove efflorescence for six months after acceptance. Brick color will be selected by the Contracting Officer. Brick shall be sealed as required. 300 SF $0.00
The Contractor shall install high early strength concrete requiring simple form work at various locations. Reinforcement is required. 250 CY $0.00
The Contractor shall collect and test concrete samples. Report findings of test performed by a Certified Testing Lab. 10 CYL $0.00
The Contractor shall furnish and install barrier posts, 6” dia. x 7’ long. Pipe shall conform to
ASTM A53, Type E or S, Minimum Wall Thickness 0.322 inches. Embed bottom 4’ in 18” diameter concrete and fill pipe with concrete. Round concrete at top of pipe. Leave 3” of concrete below pipe. Contractor shall paint post with 2 coats of exterior paint. Color to be nutmeg brown, Fed Std No. 10080. 10 EA $0.00
The Contractor shall furnish and install precast concrete segmental retaining wall blocks.
Excavation and backfill are included. 600 EA $0.00
144 The Contractor shall furnish and install 4’ dia. flared end section on culvert. 10 EA $0.00
145 The Contractor shall furnish and install 1’ or 1 ½’ dia. flared end section on culvert. 20 EA $0.00
The Contractor shall fill expansion/control joints. The Contractor shall clean out joints of existing materials and debris and fill with self leveling filler. Backer rod may be required. 1200 LF $0.00
147 Provide smooth dowels, 12" long, 3/4" diameter, per Section 03200 1000 EA $0.00
148 The Contractor shall provide 2" clean limestone crushed rock as specified. 500 TN $0.00
149 The Contractor shall provide 3" clean limestone crushed rock as specified. 500 TN $0.00
150 The Contractor shall provide and install 8" HDPE corrugated pipe. 100 LF $0.00
151 The Contractor shall provide and install 10" HDPE corrugated pipe. 100 LF $0.00
152 The Contractor shall provide and install 12" HDPE corrugated pipe. 100 LF $0.00
153 The Contractor shall provide exposed aggregate finish on sidewalk or walls 1000 SF $0.00
The Contractor shall provide topsoil placed and levelled at depth specified (minimum 4" depth) 300 CY $0.00
155 The Contractor shall provide hydroseeding. (1000 sq ft minimum) 30000 SF $0.00
157 The Contractor shall install sidewalk trench drain as required full width of sidewalk up to 6'. 10 EA $0.00
The Contractor shall provide and install Aluminum Pedestrian Guardrail. See Technical
Exhibit DWG #10. 200 LF $0.00
The Contractor shall provide and install Steel Pedestrian Guardrail. See Technical Exhibit
DWG #10. 200 LF $0.00
160 The Contractor shall provide 6"to 9" shot rock/rip rap limestone crushed rock as specified. 500 TN $0.00
The Contractor shall provide a concrete pump truck as required. The pump will be paid for
The Contractor shall remove existing concrete curb and replace with new concrete curb to match adjacent curbing. A section of pavement 6" wide extending the length of the excavation will be saw cut and removed, and new rock base and asphalt pavement installed to match adjacent asphalt. 50 LF $0.00
The Contractor shall install new concrete curb. A section of pavement 6" wide extending the length of the excavation will be saw cut and removed, and new rock base and asphalt pavement installed to match adjacent asphalt. 50 LF $0.00
The Contractor shall remove existing combination curb and gutter and replace with new concrete curb and gutter to match adjacent combination curb and gutter. A section of pavement 6" wide extending the length of the excavation will be saw cut and removed, and new rock base and asphalt pavement installed to match adjacent asphalt. See Technical
Exhibit DWG #2 for TYP Detail. 100 LF $0.00
The Contractor shall install new concrete combination curb and gutter. A section of pavement 6" wide extending the length of the excavation will be saw cut and removed, and new rock base and asphalt pavement installed to match adjacent asphalt. See Technical
Exhibit DWG #2 for TYP Detail. 1500 LF $0.00
The Contractor shall remove existing concrete ditches and replace with new 6 in. thick concrete ditch. See Technical Exhibit DWG #3 for TYP Detail. 100 SY $0.00
The Contractor shall install new 6 in. thick concrete ditch. See Technical Exhibit DWG #3 for
TYP Detail. 300 SY $0.00
The Contractor shall remove existing steps and replace with new concrete steps. See
Technical Exhibit DWG #4. 10 CY $0.00
208 The Contractor shall install new concrete steps. See Technical Exhibit DWG #4. 25 CY $0.00
The Contractor shall remove existing handrails and replace with new aluminum handrails meeting the Uniform Federal Accessibility Standards. See Technical Exhibit DWG #4. 90 LF $0.00
The Contractor shall install new aluminum handrails meeting the Uniform Federal
Accessibility Standards. See Technical Exhibit DWG #4. 100 LF $0.00
The Contractor shall remove existing handrails and replace with new steel handrails complete with 1 coat of primer, and painted with 2 coats of oil base enamel paint (Color #
10085). Handrails shall meet requirements of the Uniform Federal Accessibility Standards.
See Technical Exhibit DWG #4. 50 LF $0.00
The Contractor Shall install new steel handrails complete with 1 coat of primer, and painted with 2 coats of oil base enamel paint (Color # 10085). Handrails shall meet requirements of the Uniform Federal Accessibility Standards. See Technical Exhibit DWG #4. 200 LF $0.00
The Contractor shall remove existing concrete or asphalt sidewalk and replace with new concrete sidewalk. See Technical Exhibit DWG #5. 600 SY $0.00
214 The Contractor shall install new concrete sidewalk. See Technical Exhibit DWG #5. 2000 SY $0.00
The Contractor shall remove existing dumpster pad and replace with new concrete dumpster pad. See Technical Exhibit DWG #6. 3 EA $0.00
216 The Contractor shall install new concrete dumpster pad. See Technical Exhibit DWG #6. 3 EA $0.00
The Contractor shall remove existing check dam, end wall, or retaining wall, and replace with new concrete end wall, check dam, or retaining wall. 10 CY $0.00
218 The Contractor shall install new concrete end wall, check dam, or retaining wall. 100 CY $0.00
219 The Contractor shall remove existing concrete or asphalt. 1500 CY $0.00
The Contractor shall install new 4 in. - 12 in. thick concrete pad/slab. NOTE: slab to be 4, 6, 8, 10, or 12 in. thick. Includes excavation up to six inches deep. See Technical Exhibit DWG
#7. 2000 CY $0.00
The Contractor shall install new precast 6 foot concrete wheel stops containing two #4
Concrete IDIQ - 2027 Option 2 IGCE install new concrete return curb. A section of pavement 6" wide extending the length of the excavation will be saw cut and removed, and new rock base and asphalt pavement installed to match adjacent asphalt (where required). See Technical Exhibit DWG #8. 50 SY $0.00
The Contractor shall install new concrete ramp. A section of pavement 6" wide extending the length of the excavation will be saw cut and removed, and new rock base and asphalt pavement installed to match adjacent asphalt (where required). See Technical Exhibit DWG
#8. 20 CY $0.00
The Contractor shall remove existing curb & gutter, asphalt pavement and driveway, and install new concrete drive ramp. A section of pavement 6" wide extending the length of the excavation will be saw cut and removed and new rock base and asphalt pavement installed to match adjacent asphalt. See Technical Exhibit DWG #9. 50 SY $0.00
The Contractor shall install miscellaneous concrete requiring simple form work at various locations. 700 CY $0.00
The Contractor shall saw cut asphalt or concrete to 4 in. in thickness, with welded wire fabric reinforcement. 1500 LF $0.00
227 The Contractor shall saw cut concrete to 8 in. in thickness, with rebar reinforcement. 50 LF $0.00
The Contractor shall provide 1 1/2" minus limestone compacted base rock as specified.
NOTE: This Bid Item may be used in conjunction with another Bid Item which already has base rock included to obtain a thicker base than specified in the Contract Drawings, or used alone. 2000 TN $0.00
The Contractor shall install and compact hot mix asphalt as specified. Note: this Bid Item will be used when additional asphalt is required adjacent to concrete work that is outside the requirements of other bid items. 30 TN $0.00
The Contractor shall install and compact fill material as specified. Suitable fill will be clay with no rocks exceeding 2" dimensions. 2500 CY $0.00
The Contractor shall furnish and install 12" diameter drainage pipe. Pipe shall be corrugated metal, 14 gauge galvanized, corrugated steel. There shall be one inch minus crushed limestone placed around the pipe and compacted to a minimum height of one foot above the pipe. The Contractor shall also install flared end sections as directed by the
Contracting Officer. Provide 1/2 c.y. (cubic yard) to 1 c.y. of 2" clean aggregate around inlets and outlets. Area around inlet and outlet shall be shaped so the runoff runs in and out of the culvert. Lineal measure will be based on length of culvert, including end sections. 200 LF $0.00
The Contractor shall furnish and install 18" diameter drainage pipe. Pipe shall be corrugated metal, 14 gauge galvanized, corrugated steel. There shall be one inch minus crushed limestone placed around the pipe and compacted to a minimum height of one foot above the pipe. The Contractor shall also install flared end sections as directed by the
Contracting Officer. Provide 1/2 c.y. (cubic yard) to 1 c.y. of 2" clean aggregate around inlets and outlets. Area around inlet and outlet shall be shaped so the runoff runs in and out of the culvert. Lineal measure will be based on length of culvert, including end sections. 200 LF $0.00
The Contractor shall furnish and install 24" diameter drainage pipe. Pipe shall be corrugated metal, 14 gauge galvanized, corrugated steel. There shall be one inch minus crushed limestone placed around the pipe and compacted to a minimum height of one foot above the pipe. The Contractor shall also install flared end sections as directed by the
Contracting Officer. Provide 1/2 c.y. (cubic yard) to 1 c.y. of 2" clean aggregate around inlets and outlets. Area around inlet and outlet shall be shaped so the runoff runs in and out of the culvert. Lineal measure will be based on length of culvert, including end sections. 200 LF $0.00
The Contractor shall furnish and install 30" diameter drainage pipe. Pipe shall be corrugated metal, 14 gauge galvanized, corrugated steel. There shall be one inch minus crushed limestone placed around the pipe and compacted to a minimum height of one foot above the pipe. The Contractor shall also install flared end sections as directed by the
Contracting Officer. Provide 1/2 c.y. (cubic yard) to 1 c.y. of 2" clean aggregate around inlets and outlets. Area around inlet and outlet shall be shaped so the runoff runs in and corrugated metal, 14 gauge galvanized, corrugated steel. There shall be one inch minus crushed limestone placed around the pipe and compacted to a minimum height of one foot above the pipe. The Contractor shall also install flared end sections as directed by the
Contracting Officer. Provide 1/2 c.y. (cubic yard) to 1 c.y. of 2" clean aggregate around inlets and outlets. Area around inlet and outlet shall be shaped so the runoff runs in and out of the culvert. Lineal measure will be based on length of culvert, including end sections. 160 LF $0.00
The Contractor shall furnish and install 48" diameter drainage pipe. Pipe shall be corrugated metal, 14 gauge galvanized, corrugated steel. There shall be one inch minus crushed limestone placed around the pipe and compacted to a minimum height of one foot above the pipe. The Contractor shall also install flared end sections as directed by the
Contracting Officer. Provide 1/2 c.y. (cubic yard) to 1 c.y. of 2" clean aggregate around inlets and outlets. Area around inlet and outlet shall be shaped so the runoff runs in and out of the culvert. Lineal measure will be based on length of culvert, including end sections. 160 LF $0.00
The Contractor shall furnish and install up to 6" diameter drainage pipe. Pipe shall Sched
40 PVC. Lineal measure will be based on length of culvert, including end sections. 100 LF $0.00
The Contractor shall excavate excess soil and rock, and haul to a designated area to dispose of material. This task item applies for cuts greater than six inches deep. Quantities will be from calculations based on the average end method of the designed facility. 2000 CY $0.00
The Contractor shall install standard size brick veneer. Brick shall conform to ASTM C 216, type FBS. Mortar shall conform to ASTM C 270, type N. Brick shall be laid in running bond with each course bonded at corners. Joints shall be 3/8" wide and concave tooled. The
Contractor shall use construction methods that will minimize efflorescence. The
Contractor shall remove efflorescence for six months after acceptance. Brick color will be selected by the Contracting Officer. Brick shall be sealed as required. 300 SF $0.00
The Contractor shall install high early strength concrete requiring simple form work at various locations. Reinforcement is required. 250 CY $0.00
The Contractor shall collect and test concrete samples. Report findings of test performed by a Certified Testing Lab. 10 CYL $0.00
The Contractor shall furnish and install barrier posts, 6” dia. x 7’ long. Pipe shall conform to
ASTM A53, Type E or S, Minimum Wall Thickness 0.322 inches. Embed bottom 4’ in 18” diameter concrete and fill pipe with concrete. Round concrete at top of pipe. Leave 3” of concrete below pipe. Contractor shall paint post with 2 coats of exterior paint. Color to be nutmeg brown, Fed Std No. 10080. 10 EA $0.00
The Contractor shall furnish and install precast concrete segmental retaining wall blocks.
Excavation and backfill are included. 600 EA $0.00
244 The Contractor shall furnish and install 4’ dia. flared end section on culvert. 10 EA $0.00
245 The Contractor shall furnish and install 1’ or 1 ½’ dia. flared end section on culvert. 20 EA $0.00
The Contractor shall fill expansion/control joints. The Contractor shall clean out joints of existing materials and debris and fill with self leveling filler. Backer rod may be required. 1200 LF $0.00
247 Provide smooth dowels, 12" long, 3/4" diameter, per Section 03200 1000 EA $0.00
248 The Contractor shall provide 2" clean limestone crushed rock as specified. 500 TN $0.00
249 The Contractor shall provide 3" clean limestone crushed rock as specified. 500 TN $0.00
250 The Contractor shall provide and install 8" HDPE corrugated pipe. 100 LF $0.00
251 The Contractor shall provide and install 10" HDPE corrugated pipe. 100 LF $0.00
252 The Contractor shall provide and install 12" HDPE corrugated pipe. 100 LF $0.00
253 The Contractor shall provide exposed aggregate finish on sidewalk or walls 1000 SF $0.00
The Contractor shall provide topsoil placed and levelled at depth specified (minimum 4" depth) 300 CY $0.00
255 The Contractor shall provide hydroseeding. (1000 sq ft minimum) 30000 SF $0.00
257 The Contractor shall install sidewalk trench drain as required full width of sidewalk up to 6'. 10 EA $0.00
The Contractor shall provide and install Aluminum Pedestrian Guardrail. See Technical
Exhibit DWG #10. 200 LF $0.00
The Contractor shall provide and install Steel Pedestrian Guardrail. See Technical Exhibit
DWG #10. 200 LF $0.00
260 The Contractor shall provide 6"to 9" shot rock/rip rap limestone crushed rock as specified. 500 TN $0.00
The Contractor shall provide a concrete pump truck as required. The pump will be paid for
The Contractor shall remove existing concrete curb and replace with new concrete curb to match adjacent curbing. A section of pavement 6" wide extending the length of the excavation will be saw cut and removed, and new rock base and asphalt pavement installed to match adjacent asphalt. 50 LF $0.00
The Contractor shall install new concrete curb. A section of pavement 6" wide extending the length of the excavation will be saw cut and removed, and new rock base and asphalt pavement installed to match adjacent asphalt. 50 LF $0.00
The Contractor shall remove existing combination curb and gutter and replace with new concrete curb and gutter to match adjacent combination curb and gutter. A section of pavement 6" wide extending the length of the excavation will be saw cut and removed, and new rock base and asphalt pavement installed to match adjacent asphalt. See Technical
Exhibit DWG #2 for TYP Detail. 100 LF $0.00
The Contractor shall install new concrete combination curb and gutter. A section of pavement 6" wide extending the length of the excavation will be saw cut and removed, and new rock base and asphalt pavement installed to match adjacent asphalt. See Technical
Exhibit DWG #2 for TYP Detail. 1500 LF $0.00
The Contractor shall remove existing concrete ditches and replace with new 6 in. thick concrete ditch. See Technical Exhibit DWG #3 for TYP Detail. 100 SY $0.00
The Contractor shall install new 6 in. thick concrete ditch. See Technical Exhibit DWG #3 for
TYP Detail. 300 SY $0.00
The Contractor shall remove existing steps and replace with new concrete steps. See
Technical Exhibit DWG #4. 10 CY $0.00
308 The Contractor shall install new concrete steps. See Technical Exhibit DWG #4. 25 CY $0.00
The Contractor shall remove existing handrails and replace with new aluminum handrails meeting the Uniform Federal Accessibility Standards. See Technical Exhibit DWG #4. 90 LF $0.00
The Contractor shall install new aluminum handrails meeting the Uniform Federal
Accessibility Standards. See Technical Exhibit DWG #4. 100 LF $0.00
The Contractor shall remove existing handrails and replace with new steel handrails complete with 1 coat of primer, and painted with 2 coats of oil base enamel paint (Color #
10085). Handrails shall meet requirements of the Uniform Federal Accessibility Standards.
See Technical Exhibit DWG #4. 50 LF $0.00
The Contractor Shall install new steel handrails complete with 1 coat of primer, and painted with 2 coats of oil base enamel paint (Color # 10085). Handrails shall meet requirements of the Uniform Federal Accessibility Standards. See Technical Exhibit DWG #4. 200 LF $0.00
The Contractor shall remove existing concrete or asphalt sidewalk and replace with new concrete sidewalk. See Technical Exhibit DWG #5. 600 SY $0.00
314 The Contractor shall install new concrete sidewalk. See Technical Exhibit DWG #5. 2000 SY $0.00
The Contractor shall remove existing dumpster pad and replace with new concrete dumpster pad. See Technical Exhibit DWG #6. 3 EA $0.00
316 The Contractor shall install new concrete dumpster pad. See Technical Exhibit DWG #6. 3 EA $0.00
The Contractor shall remove existing check dam, end wall, or retaining wall, and replace with new concrete end wall, check dam, or retaining wall. 10 CY $0.00
318 The Contractor shall install new concrete end wall, check dam, or retaining wall. 100 CY $0.00
319 The Contractor shall remove existing concrete or asphalt. 1500 CY $0.00
The Contractor shall install new 4 in. - 12 in. thick concrete pad/slab. NOTE: slab to be 4, 6, 8, 10, or 12 in. thick. Includes excavation up to six inches deep. See Technical Exhibit DWG
#7. 2000 CY $0.00
The Contractor shall install new precast 6 foot concrete wheel stops containing two #4
Concrete IDIQ - 2028 Option 3 IGCE install new concrete return curb. A section of pavement 6" wide extending the length of the excavation will be saw cut and removed, and new rock base and asphalt pavement installed to match adjacent asphalt (where required). See Technical Exhibit DWG #8. 50 SY $0.00
The Contractor shall install new concrete ramp. A section of pavement 6" wide extending the length of the excavation will be saw cut and removed, and new rock base and asphalt pavement installed to match adjacent asphalt (where required). See Technical Exhibit DWG
#8. 20 CY $0.00
The Contractor shall remove existing curb & gutter, asphalt pavement and driveway, and install new concrete drive ramp. A section of pavement 6" wide extending the length of the excavation will be saw cut and removed and new rock base and asphalt pavement installed to match adjacent asphalt. See Technical Exhibit DWG #9. 50 SY $0.00
The Contractor shall install miscellaneous concrete requiring simple form work at various locations. 700 CY $0.00
The Contractor shall saw cut asphalt or concrete to 4 in. in thickness, with welded wire fabric reinforcement. 1500 LF $0.00
327 The Contractor shall saw cut concrete to 8 in. in thickness, with rebar reinforcement. 50 LF $0.00
The Contractor shall provide 1 1/2" minus limestone compacted base rock as specified.
NOTE: This Bid Item may be used in conjunction with another Bid Item which already has base rock included to obtain a thicker base than specified in the Contract Drawings, or used alone. 2000 TN $0.00
The Contractor shall install and compact hot mix asphalt as specified. Note: this Bid Item will be used when additional asphalt is required adjacent to concrete work that is outside the requirements of other bid items. 30 TN $0.00
The Contractor shall install and compact fill material as specified. Suitable fill will be clay with no rocks exceeding 2" dimensions. 2500 CY $0.00
The Contractor shall furnish and install 12" diameter drainage pipe. Pipe shall be corrugated metal, 14 gauge galvanized, corrugated steel. There shall be one inch minus crushed limestone placed around the pipe and compacted to a minimum height of one foot above the pipe. The Contractor shall also install flared end sections as directed by the
Contracting Officer. Provide 1/2 c.y. (cubic yard) to 1 c.y. of 2" clean aggregate around inlets and outlets. Area around inlet and outlet shall be shaped so the runoff runs in and out of the culvert. Lineal measure will be based on length of culvert, including end sections. 200 LF $0.00
The Contractor shall furnish and install 18" diameter drainage pipe. Pipe shall be corrugated metal, 14 gauge galvanized, corrugated steel. There shall be one inch minus crushed limestone placed around the pipe and compacted to a minimum height of one foot above the pipe. The Contractor shall also install flared end sections as directed by the
Contracting Officer. Provide 1/2 c.y. (cubic yard) to 1 c.y. of 2" clean aggregate around inlets and outlets. Area around inlet and outlet shall be shaped so the runoff runs in and out of the culvert. Lineal measure will be based on length of culvert, including end sections. 200 LF $0.00
The Contractor shall furnish and install 24" diameter drainage pipe. Pipe shall be corrugated metal, 14 gauge galvanized, corrugated steel. There shall be one inch minus crushed limestone placed around the pipe and compacted to a minimum height of one foot above the pipe. The Contractor shall also install flared end sections as directed by the
Contracting Officer. Provide 1/2 c.y. (cubic yard) to 1 c.y. of 2" clean aggregate around inlets and outlets. Area around inlet and outlet shall be shaped so the runoff runs in and out of the culvert. Lineal measure will be based on length of culvert, including end sections. 200 LF $0.00
The Contractor shall furnish and install 30" diameter drainage pipe. Pipe shall be corrugated metal, 14 gauge galvanized, corrugated steel. There shall be one inch minus crushed limestone placed around the pipe and compacted to a minimum height of one foot above the pipe. The Contractor shall also install flared end sections as directed by the
Contracting Officer. Provide 1/2 c.y. (cubic yard) to 1 c.y. of 2" clean aggregate around inlets and outlets. Area around inlet and outlet shall be shaped so the runoff runs in and corrugated metal, 14 gauge galvanized, corrugated steel. There shall be one inch minus crushed limestone placed around the pipe and compacted to a minimum height of one foot above the pipe. The Contractor shall also install flared end sections as directed by the
Contracting Officer. Provide 1/2 c.y. (cubic yard) to 1 c.y. of 2" clean aggregate around inlets and outlets. Area around inlet and outlet shall be shaped so the runoff runs in and out of the culvert. Lineal measure will be based on length of culvert, including end sections. 160 LF $0.00
The Contractor shall furnish and install 48" diameter drainage pipe. Pipe shall be corrugated metal, 14 gauge galvanized, corrugated steel. There shall be one inch minus crushed limestone placed around the pipe and compacted to a minimum height of one foot above the pipe. The Contractor shall also install flared end sections as directed by the
Contracting Officer. Provide 1/2 c.y. (cubic yard) to 1 c.y. of 2" clean aggregate around inlets and outlets. Area around inlet and outlet shall be shaped so the runoff runs in and out of the culvert. Lineal measure will be based on length of culvert, including end sections. 160 LF $0.00
The Contractor shall furnish and install up to 6" diameter drainage pipe. Pipe shall Sched
40 PVC. Lineal measure will be based on length of culvert, including end sections. 100 LF $0.00
The Contractor shall excavate excess soil and rock, and haul to a designated area to dispose of material. This task item applies for cuts greater than six inches deep. Quantities will be from calculations based on the average end method of the designed facility. 2000 CY $0.00
The Contractor shall install standard size brick veneer. Brick shall conform to ASTM C 216, type FBS. Mortar shall conform to ASTM C 270, type N. Brick shall be laid in running bond with each course bonded at corners. Joints shall be 3/8" wide and concave tooled. The
Contractor shall use construction methods that will minimize efflorescence. The
Contractor shall remove efflorescence for six months after acceptance. Brick color will be selected by the Contracting Officer. Brick shall be sealed as required. 300 SF $0.00
The Contractor shall install high early strength concrete requiring simple form work at various locations. Reinforcement is required. 250 CY $0.00
The Contractor shall collect and test concrete samples. Report findings of test performed by a Certified Testing Lab. 10 CYL $0.00
The Contractor shall furnish and install barrier posts, 6” dia. x 7’ long. Pipe shall conform to
ASTM A53, Type E or S, Minimum Wall Thickness 0.322 inches. Embed bottom 4’ in 18” diameter concrete and fill pipe with concrete. Round concrete at top of pipe. Leave 3” of concrete below pipe. Contractor shall paint post with 2 coats of exterior paint. Color to be nutmeg brown, Fed Std No. 10080. 10 EA $0.00
The Contractor shall furnish and install precast concrete segmental retaining wall blocks.
Excavation and backfill are included. 600 EA $0.00
344 The Contractor shall furnish and install 4’…
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